Effect of crumb rubber characteristics on crumb rubber modified (CRM) binder viscosity

被引：78

作者：

Thodesen, Carl ^{[1
]}

Shatanawi, Khaldoun ^{[1
]}

Amirkhanian, Serji ^{[1
]}

机构：

[1] Clemson Univ, Dept Civil Engn, Clemson, SC 29634 USA

来源：

CONSTRUCTION AND BUILDING MATERIALS | 2009年 / 23卷 / 01期

关键词：

CRM binder; Ambient grinding; Cryogenic grinding; Particle effect; Interaction effect;

D O I：

10.1016/j.conbuildmat.2007.12.007

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Asphalt binder viscosity is of great importance during the production process of hot mix asphalt mixture as typically asphalt plants will store binders between 149 degrees C and 177 degrees C. SHRP guidelines state that asphalt binder viscosity must not exceed 3 Pa s. Therefore, given the documented increases in asphalt viscosity when modified with crumb rubber modifier (CRM) it is necessary to produce asphalt binder that fulfills the SHRP criteria while not exceeding plant mixing and storing requirements. This paper reports the results of an investigation of the importance of CRM properties on viscosity of CRM binder. Two binder sources were modified at four concentration levels using four different crumb rubber sources; the viscosities of the produced binders were evaluated by AASHTO T 316. Crumb rubber properties were evaluated by elemental analysis using a scanning electron microscope (SEM) and by determination of glass transition temperature (T(g)) using a differential scanning calorimeter (DSC). In general, results indicate that processing procedure and tire type plays an important role in the determination of CRM binder viscosity. (C) 2007 Elsevier Ltd. All rights reserved.

引用

页码：295 / 303

页数：9

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